HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETCc now. _o
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ST. LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code - Building
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED
BELOW:
Roof System
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
Low Slope Application
A, B, C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
1,2,4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1,2,3,4,5,6,7"
Wood Shingles and
Shakes
A, B, D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As Applicable):
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 18, 2021
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ST. LUCIE WORKS
Section A (General Information)
Master Permit No. Process No.
Contractors Name: Crowther Roofing & Sheet Metal of FL License # CCC039822
Job Address 7370 South Ocean DR. Jensen Beach FL. 34957
ROOF CATEGORY
❑ Low Slope O Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles 419 Metal Panel/Shingles 13WoodShingles/Shakes
f] New roof � Repair
Low Slope Roof Area (SF)
U Prescriptive BUR-RAS 150
ROOF ROOF TYPE
O Maintenance Q/Reroof ng
,ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) 550
O Recovering
Total (SF) 550
Section a (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
ST. LUCIE WORKS
Section C (Low Slope Roof) N/A
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.:
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': Zone 1: _Zone 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No, of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone
1:_....."
oc @
Lap, # Rows—
— 0 '
Zone
1:."
oc @
Lap, # Rows_
®= 00 '
Zone
2:_.._."
oc @
Lap, # Rows _
@ ; oo 0
Zone
3:—"
oc @
Lap, If Rows_
®= oo
Number of Fasteners Per Insulation Board:
Zone 1'�Zone 1:—Zone 2:—Zone 3:—
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material'Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof system Manufacturer: Peterson Aluminum Corporation
Notice of Acceptance Number: 19-1028.15
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:_Zone 2e:^Zone 2n:_Zone 2r:—Zone 3e:�Zone 3r:
Roof is defined as Nominal wall componets Zone 4 +53.3 / -53.3 PSF and Zone 5 +53.3 / 97.7 PSF per engineering
Deck Type:
Type Underiayment: Roof Slope: 301b Fasten per snap clad NOA
211 12 Insulation:
No Insulation install Boral rile seal self adheard back nail laps NOA 18-502.03
Fire Barrier: GA F Versashield slip sheet
Ridge Ventilation? Fastener Type & Spacing: back nail laps 12"
coping cap fasten as per engineering Adheslve Type:
Type Cap Sheet: �--
Mean Roof Height: 96 feet RODE Covering: Peterson snap clad 032 - 18" panel 1.75" seam
as 19-1028.15
Type & Sias Drip 8" Facia / flashing fasten
CAnn, I a8 per engineer
ST. LUCIE WORKS
Section E (Tile Calculations) N/A
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values
are greaterthan or equal to the Mrvalues, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
—xx, =
(Zone 2e: :_
x x � =
Zone 2n: ;�xA—
(Zone2r: ,_.xx—=
(Zone 3e:—xR—=
Zone 3r:
_xx—=
Mr—
�—M9�—=M�*—
Product Approval MI
Product Approval Mf
Product Approval Mr
Pro duct Approval Mr
Product Approval Mf_
Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below. Product Approval Mr
Mr required Moment Resistance*
Mean Roof Height Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
393
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
373
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
1 24.4
1 25.9
1 27.1
28.2
30.0
*Must be used in conjunction with a list of moment based the systems
• For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1:
x L
=x W:=)
-W:
cos r
=Frt
Product Approval P.
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
a
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Ma
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Ma
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L=length W=width
Product Approval
All calculations must be submitted to the building official at the time of permit application.